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� ' SE 1/4, NE 1 /4 SEC 1 1 , T. 28 N., R. 4 E.,
<br /> A
<br /> W.M..
<br /> 449.
<br /> i _. .,. NEW INSERTION POINTS
<br /> ?` • `''p, TEMPOP.Aa41' NCHMAur , FINISHED GRADE
<br /> it ••n� NORTHERLY E BOLT ON FINE HYDRANT I POINT # NORTHING FASTING DESCRIPTION
<br /> ����a,.\� \ IN THE NE 9UAD t,�THE PiTERSECTIuN CI' I ELEVATION
<br /> q\-\ ~ TH ST SW&$EAwt LVD I 901 573.73 342701.94 1290718.56 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> `� E 75.04 1y71
<br /> �' 1-5DJ 902 573.65 342688.94 1290727.88 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> z eRASs Dr 'ATH FmcH. �, 903 573.57 342675.93 1290737.20 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> IN CASE,D.7'tJ X 0.5'w, 1 1 C'Ofv
<br /> D00TJ 9.3' C w r' ~1C
<br /> .,s ` �� ��\ 904 573.50 342664.78 1290745.23 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> \`5o QQ Af 1 I W J�• - �� `•--,-. 905 573.42 342651.77 1290754.55 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> t\I 77 77 v�'77--ra-•�ft����''
<br /> \ I _ -9`` 3 2c' MorvuMEfSSS1'aD` II ` \` 906 573.34 342638.77 1290763.87 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> 1 UNABLE TO Or#N ; �f--JT �f f6 p'J `\�`� 907 574.41 342596.34 1290705.52 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> Q� �'-�.` \, �\ 908 574.37 342589.84 1290710.18 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> i \ I I _€' CORNER SHELTER AND SIGN \ \ 909 574.33 342583.33 1290714.84 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> I ABOVE GRADE FEATURES ONLY \
<br /> / I L-J /
<br /> �-_ DEDUCTIVE BID ALTERNATIVE. Ip \.� � . �� 910 575.74 342606.34 1290655.25 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> I 1 i ,\ `,\\� .,�,` .,,��\ 911 575.79 342598.34 1290655.22 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> I t I I ` _ I �� 62NN .., N ��\ 912 575.84 342590.34 1290655.20 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> R39.7 �'' Off` FOR FRONTAGE IMPROVEMENTS &
<br /> '"� , o� 913 575.24 342471.75 1290690.53 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> 1� 9 R26iM1 '-.,`, ,`�`��� CHANNELIZATION INFORMATION ON .� N\
<br /> ,S6 a 1 \en \ \ '^\;75TH ST SW \ 5 914 575.03 342471.63 1290698.53 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> y STA 52+00-62+50 SEE FP1-FP2 •, \,\ \\
<br /> I 6 �� 12�_\, �a \ �\^ ,tir & PV1-PV3. G,\ \ s. 915 574.82 342471.50 1290706.52 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> I R5.O' \'SR , 35 `�, 1 �.6;^ 30' 39 `` ��' , �, f".T \\ 916 573.66 342519.22 1290760.14 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> 1 &�.c a., ..a 1 V y` 1794 y.. ` \ 917 573.58 342512.72 1290764.80 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> R2d.4' 1 2_, ?p-1165\� bye .,, 40 ,,, _\\.
<br /> • 6'� ,5 `'.xt-""-' ""v 45 41 �'�pp\��, ``!s `�k\ s`�` `‘ \ 916 573.50 342506.22 1290769.46 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS
<br /> R4C.6' y 'L - -633 -„ `\1 • r "'�\ �y `‘\ \\\ \\ 919 573.73 342706.16 1290712.74 TRASH RECEPTACLE
<br /> /� // 1y.50• J gbh Z�m -----,` D6.A h�♦ ';2>. r `` ,, ,S \``�\�\.Z\\ \\ \\ 920 573.76 342707.46 1290714.62 LUMINAIRE
<br /> az e sw� 177 �, ':i:. t t y29 yp\ ��r ~ t \q \\ \ \ \
<br /> - // 0`� \ I 636 • 6go 'A3\\ R3�' �l� \\ \ \ 921 573.31 342633.13 1290767.90 LUMINAIRE
<br /> R75.0' �f �13.' R57.�t' \\ A ,yp ph��\.� 5.0., 0 \ \ \\
<br /> i /{1 1-5;.. ✓2y �/ 1 }{t' I 20.0• I', 0g\• p PLANTER'.,, ''`\, `�,� y.
<br /> z I E 116 , 9' �/ I t�;cl \09\, ��„• ,.,,� 6.0' bo ,..e ��Q \
<br /> a 4 _ / 6. ,. - t i /J� x ♦, `4.,- SIDEWALK.\ l ;� \'t\
<br /> R75.0'- .I 14.�'
<br /> � I ;F:t ` '1\ FLOW LINE---:.,\ 9.y0 ��;,\_`;`� 156 ,. \ \\\\\‘\\\�\ \\\\
<br /> PLANTER { t ':I \1 � � \Sg` SEE BSP2 FOR 15T,��`• \ \ \\\ `\\
<br /> p 6y^3 175 `;� t R,p1. SAWCUT LIMITS �A \\\ \ ., 4 `A
<br /> d > 6 15 i® 23 I ` �\ 60 {.0 v.0 \ \ \ \\ \ �,\
<br /> m _ ' in t `y `158, \\\\ \ \� s \\� `�\
<br /> u } tit , \`,$ \ •z s 9,y \ \\ '?fi �\AO \ .\\
<br /> t 29 22\ R10.b• 4 \ \, \`` 9 \\ �.\ \, `y\ .\
<br /> 675 I �' : \ ,V .A
<br /> f4' 621-_6 y Ia t t` `• \ \ py ,�c•\ \ >a\
<br /> 12' �-; ,j-- y� �' I2-a. t`` { 6A 6y 187' ``.. 6\ = 640\ 20' FACE OF CURB\ \` ?, �\``�, �,9\\ °�\\
<br /> I 1 • / \ � TO FACE SEAT WALL \ �^\ ,p ;\ \m�.
<br /> 3 ' t' 190 ` I \ 71 �y � \`` r : 7o1'Nyy10 \ \\ " .,\\ `\ `\ \\
<br /> \ y' \ \ \\ 507 LEGEND
<br /> 5� { 1,, \\ \\.\,` ' :,.. ` SEE 85P3 FOR \ '\'r y1 \�a \ ",e\ `\` \ �\
<br /> f ® I i� 3 s. I 16 \ '`. �'' \ T -SAWCUT LIMITS \ y12\ O .� \`!, ' .,.P \ '•t`\ \\\ CONTROL POINT SEE POINT TABLE DWG CP3.
<br /> o I p� �1 I 6 L670 x \ \ r ` \
<br /> �° �� 128' c�6tiCr.. 1I7 . 0 \\\\c\ ' ,�" S 14* k10 `\�� `� ` �i �\• \ `\� \ .,,\ \\
<br /> a ' e ` 9\\ \ \ 6�:�� 18 d \; \ ,,cS ` \` 'l GENERAL NOTES:
<br /> c Li \ \ ,��\.s/ ,, 0 r�
<br /> u I I t t 12 \ �``. 9 8 ` A �'\ ,�1/s,, \\ y; `\ `? \ I. SEE SC1-SC2 FOR ADDMONAL CONTROL INFORMATION.
<br /> p R
<br /> { 1 .I. -9 \ 9 �188 ` �49 `� \ m. i \ `•O \
<br /> (19j7 ti r \_\n ` 909 \ \ \\ �, \"o`. \ s,.\� \\ SCALE
<br /> ry + �69 8 5 < •
<br /> 8.5' �i'\\ ,` ~\'.. ``\ 54' `�� \1 �n\� 532� \ $. \� `•i \
<br /> •��i■�i■��
<br /> q I J 8.5' g6• ` k? .6� �('6k� 53 \\ �� 7/ \ •
<br /> 20 0 20 40
<br /> 12.8' e, i 71 \ �185 :b\ •
<br /> FEET
<br /> r., --. I I 1 \ .. Q 53grV��� Y1 , \ \ , G \J .\�
<br /> MATCHLINE SEE SHEET CP2
<br /> A 811 �088r
<br /> i Know what's below. I
<br /> wogwaT 4i Call before you dig.
<br /> e )\ 2/8/17 ADDENDUM NO. 1 MS DS • �.
<br /> �. C'' C Drawing No.
<br /> E _ Drawn By pate SCALE COMMUNITY TRANSIT
<br /> 3/16/17 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS MC DS p E RTE E T /, / °'- C P 1
<br /> 7/19[1Y RECORD DRAWING REVISIONS AY BC - f i �� m MMc 10/14/19� Owl' o O . (( Designed By Hori:
<br /> LS\ 9/23/19 ADDITIONAL BUS SHEL-FRS MC MM C©I't'II'1'It,!lllt�ItCdl151t 9 54923 R MM 10/14/19 1•=20• SEAWAY TRANSIT CENTER
<br /> m 2707 COLBY AVENUE,SUITE 900 +} �'Fa,eats1ER Checked By Vert Sheet No.
<br /> oEVERETT,WA 98201 _,,,.a „.. "VONAI. ENG ApprBC oved By l0/14/19 Project-Number 10 7t
<br /> No. Dote Revision BY APPc 425.252.7700 1800.615.9900Project
<br /> s7.001 CONTROL PLAN (�/��
<br /> Q /0�I4/�A
<br /> of Total
<br />
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